箍筋对环氧涂层变形钢筋搭接强度的影响

K. B. Osifala, T. Akeju
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引用次数: 1

摘要

摘要本文报道了横向配筋对环氧涂层钢筋抗拉配筋拼接强度的影响。在四点弯曲系统中浇铸了36根不同长度和截面尺寸的全尺寸梁,并在恒矩区搭接杆进行了试验。采用16 mm、20 mm和28 mm三种高屈服直径钢筋浇筑梁,在搭接处引入8 mm和10 mm直径的高屈服箍筋,研究箍筋对环氧涂层钢筋粘结性能的影响。试验的极限弯矩用于确定钢棒中产生的应力。用拉伸钢筋屈服应力τt/τy计算的试验粘结应力与粘结应力值之比对研究参数进行了比较。横向配筋可提高环氧涂层钢筋的粘结强度,箍筋直径越大,粘结效果越好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of Stirrups on Overlap Splice Strength of Epoxy Coated Deformed Bars
Abstract This paper reports the effect of transverse reinforcement on tensile reinforcement splice strength of epoxy coated reinforcing bars. Thirty six (36) full size beams of varying lengths and sectional dimensions with lap spliced bars in constant moment region were cast and tested in a four point bending system. The beams were cast with three high yield diameter bars, namely 16 mm, 20 mm and 28 mm. 8 mm and 10 mm diameter high yield stirrups were introduced over the lap in an attempt to study the effect of stirrups on bond performance of epoxy coated reinforcing bars. The ultimate moment from the tests were used to determine the stress developed in the steel rods. The ratios of the test bond stresses and bond stress values using the tensile reinforcement yield stress τt/τy were used for comparison of the parameter under investigation. Transverse reinforcement was found to increase the splice strength of epoxy coated reinforcing bars and the larger the diameter of stirrup the better the improvement of the bond efficiency.
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